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PID t14306500010
HOU#16202
FIRST FLOOR ELEV.=481.'
901 +00
A PORTION OF SEC 137 14 & 24, TWP 23 N, RGE 5 E, WM, KING CO, WA
506500020
#16210
LOOR ELEV.=48
— I 902+00
91 L.F., 12"0 PVC
S.S. 0 S=0.50%
PID #4306500120
HOUSE #16203
FIRST FLOOR ELEV.=475.18
306500030
#16218
'LOOR ELEV. = 485.43
FL
`240 L.F., 12" 0 PVC
S.S. 0 S=0.53%
S.S.M.H. P2-05, TYPE 1-48"0
STA. 901 +00.00, 8.00' RT.
PID 14306500110 PID #4306500090
HOUSE #16211 HOUSE #16219
FIRST FLOOR ELEV.=482.50 FIRST FLOOR ELEV.=483.31
SE 137TH PL (LIBERTY LANE) - CITY OF RENTON
903+00
PID
HOU�4306500040
E #16226
FIRST FLOOR ELEV. = 485.23
—1 50' R/W ; — I
NOTE: n
S.E. 137TH PL. IS A CITY OF RENTON STREET j1
ALL TRENCH RESTORATION SHALL BE PER CITY
OF RENTON CURRENT TRENCH RESTORATION
AND STREET OVERLAY DETAIL. PER SECTION
7.1.D (REQUIREMENT FOR PATCHING, OVERLAY,
OVERLAY WIDTHS) IF THE OUTSIDE OF THE
TRENCHING IS WITHIN THREE FEET (3') OF ANY
ADJACENT LANE LINE, THE ENTIRE ADJACENT
TRAVELED LANE AFFECTED WILL BE REPAVED.
904+00
—1 -
186 L.F., 10" 0 PVC
S.S. 0 S=1.00%
S.S.M.H. P2-06, TYPE 1-48"0
STA. 903+40.00, 8.00' RT.
PID #43065
HOUSE #16227
FIRST FLOOR ELEV.=483.69
INT.
3TA. 900+13.96, SE 137TH PL.
162ND AVE SE
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S.S.M.H. #P2-04, TYPE 1-48" 0
STA.
900+08.67,
8.00' RT.
RIM
= 476.15
I.E.
IN = 469.59,
12" 0
I.E.
OUT = 469.49,
12" 0
I.E.
IN = 469.35,
12" 0 E
CONNECT
TO EXISTING
S.S.M.H. AND RE -CHANNEL
S.S.M.H. #P2-05, TYPE 1-48" 0
STA. 901 +00, 8.00' RT.
RIM = 477.13
I.E. IN = 470.15, 12" 0
I.E. OUT = 470.05, 12" 0
900+00 900+40 900+80 901 +20
901 +60 902+00 902+40 902+80
WARNING:
THE UTILITY LOCATIONS SHOWN
ARE APPROXIMATE ONLY. DEPTH
UNKNOWN. CALL 1-800-424-5555.
CONSULTING ENGINEERS LLC
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FIRST SUBMITTAL
181 S 333rd Street I ( I I
Bldg C, Suite 210
Federal Way, WA 98003
iEDfFAL MAY (253) 83e-6713
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www.esmcivil.com EVFRET (4Z2979 ) -900
Fl I R(50) -0
9962
Civil Engineering Land Surveying Land Planning
Public Works I Project Management I Landscape Architecture
1
SECOND SUBIII MAL
2
�.AR SUI M17TAL
ESM JOB #1655-001-01 1
IM. M 12/08,11 SURVEYED:
ESM 1 0412 DESIGNED
ESM 1/11/12
DRAWN
DM
CHECKED:
REVISION BY DATE APPR APPROVED:
S.S.M.H. #P2-06, TYPE 1-48" to
STA. 903+40 08 0 RT.
RIM = 484.23
I.E. IN = 471.64, 10" 0
I.E. OUT = 471.41, 12" 0
495
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485 6
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SCALE: 1n=20' HORIZ.
1 =5 VERT.
CONTOUR INTERVAL = 2'
20 10 0 20 40
NOTES:
1. EXISTING UTILITIES ARE SURFACE
LOCATED ONLY. CONTRACTOR TO
VERIFY LOCATION AND ELEVATION PRIOR
TO CONSTRUCTION.
2. FOR TRENCH SECTION AND PAVEMENT
RESTORATION SEE ROADWAY
RESTORATION SHEET DT-01.
3. FINAL RIM ELEVATIONS SHALL MATCH
RESTORED PAVEMENT GRADES.
�
BRIARWOOD
ELEMENTARY
w SCHOOL
Qu
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SE 136TH ST
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-III F1
SE 137TH PL
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HIGH Q
SCHOOL
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SE 144TH S�—T
MAYWOOD Q)
MIDDLE Q
SCHOOL n
KEY MAP
NOT TO SCALE
485 S=362179
460
903+20 903+60 904+00 904+40
SCALE:
VERTIC• f HORIZONTAL NAD 1983/1991 q
1 =20 a. ,T C1 T Y OF
RENTON
ONE INCH - DATUM
AT FULL SCALE Planning/Building/ Public Works Dept.
IF NOT ONE INCH
SCALE ACCORDINGLY
CHECKED FOR COMPLIANCE TO CITY STANDARDS
DATE:
ISSAQUAH SCHOOL DISTRICT 01/11/12
SANITARY SEWER EXTENSION - P2 FIELD600K:
PAGE:
DRAWING N0:
PLAN AND PROFILE: S.E. 137TH ST. SS-01
STA 900+00.00 TO STA 904+40.00 1
SHEET: 5 OF:12